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<br /> GENERAL NOTES: CONSTRAINTS AND SEQUENCING NOTES: ABBREVIATION LIST: LEGEND:
<br /> L 1. ALL DUCTILE IRON PIPE INSTALLATIONS FOR WATER MAINS LESS THAN 24" THE CONTRACTOR'S SEQUENCE OF WORK AND PROJECT SCHEDULE SHALL @ AT EXISTING PROPOSED
<br /> m SHALL BE CLASS 52,CEMENT LINED ALL DUCTILE IRON PIPE INSTALLATION COMPLY WITH THE FOLLOWING REQUIREMENTS: LF LINEAR FEET
<br /> FOR WATER MAINS 24"AND LARGER SHALL BE CLASS 51.ALL WATER MAIN 1. THE CONTRACTOR SHALL BE RESPONSIBLE FOR COMPLETING ALL ELEMENTS ABAN ABANDONED LLC LIMITED LIABILITY COMPANY WATER LINE W
<br /> SHALL BE RESTRAINED JOINT PIPE AND MEET THE REQUIREMENTS OF OF WORKAS DESCRIBED IN THE CONTRACT DOCUMENTS. AC ASPHALTIC CONCRETE LT LEFTo -�O�„^,- -30�� D I `^'-
<br /> ALDERWOOD WATER&WASTEWATER DISTRICT DEVELOPER EXTENSION 2.PRESERVE,PROTECT,AND/OR EXTEND ALL EXISTING MONUMENTS,AND ACP ASBESTOS CEMENT PIPE LTF LENGTH TO FIT TRANSMISSION MAIN V V V V
<br /> AGREEMENT AND GENERAL PROVISIONS DEVELOPMENT STANDARDS& OTHER TO REMAIN IN PLACE,IN ACCORDANCE WITH THE CONTRACT ADA AMERICANS WITH DISABILITIES ACT
<br /> 16 SPECIFICATIONS AND THE LATEST EDITION OF APWA/WSDOT STANDARD DOCUMENTS. ALIGN ALIGNMENT MAG MAGNETIC GAS LINE c c
<br /> SPECIFICATIONS FOR ROAD,BRIDGE,AND MUNICIPAL CONSTRUCTION. APN ASSESSOR'S PARCEL NUMBER MAX MAXIMUM
<br /> 3.TEMPORARY AND/OR FINAL STORMWATER CONVEYANCE FACILITIES,AS AppROX APPROXIMATE MIC MONUMENT IN CASE STORM DRAIN LINE sc
<br /> °m 2. CONTRACTOR SHALL VERIFY THE LOCATION OF ALL UTILITIES(VERTICALLY DESCRIBED IN SECTION 8-01 AS AMENDED IN THE SPECIAL PROVISIONS AND N
<br /> ARV AIR RELEASE VALVE MICG MONUMENT IN CASE GENERAL
<br /> OR HORIZONTALLY).WHETHER SHOWN ON THE PLANS OR NOT,PRIOR TO THE CONTRACTOR'S TEMPORARY WATER POLLUTION/EROSION CONTROL ASC ASC ENGINEERED SOLUTIONS MCI MCI COMMUNICATION/VERIZON SANITARY SEWER LINE ss
<br /> CONSTRUCTION.CALL BEFORE YOU DIG AT,811 OR 1-800-424-5555 TWO(2) PLAN,SHALL BE IN PLACE DOWNGRADIENT PRIOR TO DISTURBING SOIL IN ANY N
<br /> I BUSINESS DAYS BEFORE DIGGING. ASPH ASPHALT PAVEMENT (MEAS) MEASURED OR SURVEYED >
<br /> AREA OF THE SITE. w
<br /> o 4.DRAINAGE CHANNELS SHALL BE INSTALLED STARTING AT THE DOWNGRADIENT AVE AVENUE MH MANHOLE UNDERGROUND POWER LINE UGP of
<br /> = 3. CONSTRUCT WATER MAIN LOWER THAN STORM SEWER OR OTHER UTILITIES AWWA AMERICAN WATER WORKS ASSOCIATION MIN MINIMUM
<br /> END AND PROGRESSING UPGRADIENT TO ENSURE PROPER STORMWATER
<br /> y WHERE POSSIBLE TO PROVIDE 48"MINIMUM COVER.MAINTAIN 18"MINIMUM ROUTING INTO THE STORMWATER CONTROL FACILITIES AT ALL TIMES. AWWD AL D WATER&WASTEWATER ML MONUMENT LINE OVERHEAD POWER LINE o"E VERTICAL SEPARATION FROM STORM AND SANITARY SEWER AND 12" DISTTRICTRICT MLCSP MORTAR LINED AND COATED STEEL PIPE
<br /> Y MINIMUM VERTICAL SEPARATION FROM OTHER UTILITIES,UNLESS 5.PROVIDE TEMPORARY WATER POLLUTION/EROSION CONTROL IN MPE MODIFIED POLYETHYLENE FIBER OPTICS LINE Fc
<br /> OTHERWISE SHOWN IN THESE PLANS AND UNDISTURBED SOIL TO BLOCK ACCORDANCE WITH SECTION 1-07.15 AS AMENDED IN THE SPECIAL B/C BACK OF CURB MPH MILES PER HOUR
<br /> n AGAINST. PROVISIONS. BCHH BRASS CAP IN HANDHOLE FENCE x x x x
<br /> '6 6.PROVIDE TRAFFIC CONTROL IN ACCORDANCE WITH SECTIONS 1-07.23 AND 1-10 BFP BACKFLOW PREVENTOR N NORTH,NORTHING
<br /> 4. CONSTRUCTION PROCEDURES,REGARDING SHUTDOWN OF EXISTING MAIN, AS AMENDED IN THE SPECIAL PROVISIONS. BFV BUTTERFLY VALVE N/A NOT APPLICABLE PROPERTY LINE m v ro N c
<br /> SHALL BE APPROVED AND COORDINATED WITH AWWD PRIOR TO 7. ADHERE TO NOISE CONSTRAINTS IN ACCORDANCE WITH CITY OF EVERETT BLVD BOULEVARD NAD NORTH AMERICAN DATUM Z
<br /> SCHEDULING SHUTDOWN.SHUTDOWN OF EXISTING WATER SYSTEM WILL BE PERMITTING PER SECTIONS 1-07.6 AND 1-08.0(2)AS AMENDED IN THE SPECIAL BM BENCHMARK NAVD NORTH AMERICAN VERTICAL DATUM SILT FENCE
<br /> o PERFORMED BY AWWD. PROVISIONS. BMP BEST MANAGEMENT PRACTICES NIC NOT IN CONTRACT 0000000000000000000.
<br /> c 5. DISTRICT VALVES SHALL ONLY BE OPERATED BY DISTRICT PERSONNEL. 8.PROVIDE SEEDING AND SOIL STABILIZATION OF AREAS IN ACCORDANCE WITH BNDY BOUNDARY NO. NUMBER STRAW WATTLES O m
<br /> a SECTION 8-01 AS AMENDED IN THE SPECIAL PROVISIONS. BOT BOTTOM NPI NON PAY ITEM TT x
<br /> y 6. SAW-CUT ASPHALT BEFORE TRENCHING UNDER PAVEMENT AS REQUIRED BY 9.THE FOLLOWING ACTIVITIES SHALL BE COMPLETED IN THE ORDER SHOWN BTW BETWEEN NTS,N.T.S NOT TO SCALE CONCRETE PAVING i w g
<br /> 0 5 CITY OF EVERETT STANDARDS. HEREIN: /'^'� p�€
<br /> z m 7. MAINTAIN INFORMATION FOR AS-BUILT DRAWINGS NOTING HORIZONTAL AND i. PRE-DIG AND EXPOSE EXISTING 30-INCH AND 36-INCH WATER MAIN AT (CALC) CALCULATED O.C. ON CENTER CURB AND GUTTER
<br /> CONNECTION LOCATIONS AT LEAST ONE WEEK IN ADVANCE OF
<br /> C&G CURB AND GUTTER OFF OFFSET x
<br /> m VERTICAL LOCATIONS AT ALL VALVES,FITTINGS,BLOW-OFFS,CONNECTIONS
<br /> w e CB CATCH BASIN OHE OVERHEAD ELECTRIC ASPHALT PAVING
<br /> AND 100 FOOT INTERVALS OR MAJOR GRADE CHANGES. SCHEDULED SHUTDOWN TO CONFIRM PIPE AND FITTING TYPE A L J ND SIZE, ___
<br /> w MATERIAL,INVERT,AND LOCATION.BACKFILL TRENCH AT GV 977-2 SITE CBL CABLE _ 8
<br /> a oo 8. POTHOLE EXISTING WATER MAINS FOR CONNECTIONS WITH NEW LINE- CC
<br /> WITH CRUSHED SURFACING TOP COURSE. P CONCRETE CYLINDER PIPE P PAVEMENT GRAVEL SURFACE
<br /> ESTABLISH VERTICAL AND HORIZONTAL LOCATIONS AND VERIFY FITTING SIZE CDF CONTROLLED DENSITY FILL PB PULL BOX
<br /> 3 ii. PRE-ASSEMBLE WATER MAIN VALVES AND FITTINGS OUTSIDE O THE G++7
<br /> .. AND TYPE FOR CONNECTIONS.CONTRACTOR SHALL POTHOLE EXISTING TRENCH PER SECTION 7-09.3 AS AMENDED BY THE SPECIAL PROVISIONS. CIP CURED IN PLACE PC POINT OF CURVATURE SOIL AND HYDROSEED RESTORATION
<br /> ° v UTILITES PRIOR TO SCHEDULING CONNECTION. CIPP CURED-IN-PLACE-PIPE PCMS PORTABLE CHANGEABLE MESSAGE
<br /> E III. CONTRACTOR SHALL REPLACE THE HOLLY DRIVE VALVE(GV 977-2)FIRST. f CENTERLINE SIGN TRENCH/DEMOLITION LIMITS Q a
<br /> a o 9. CONTRACTOR SHALL MAKE WATER MAIN CONNECTIONS UNDER AWWD iv. CONTRACTOR SHALL COORDINATE WITH AWWD FOR THE ISOLATION AND CL CLASS PE POLYETHYLENE,PLAIN END O a
<br /> m SUPERVISION.CONTRACTOR SHALL EXCAVATE,DEWATER,PROVIDE DRAINING OF THE GV 977-2 AND PLANNED BFV 1118-4 SITES.THE CLF CHAINLINK FENCE PI POINT OF INTERSECTION RETAINING WALL ® g
<br /> t APPROPRIATE SHORING AND LADDER,PROVIDE ALL MATERIALS,BACKFILL, DISTRICT WILL SHUT DOWN AND DRAIN THE SYSTEM,WHICH IS CLFNC CHAINLINK FENCE NO CONCRETE PH POTHOLE °1 cFi
<br /> 0 o COMPACTION AND RESTORATION OF ALL TYPES.BLOCK,TEST AND PURIFY EXPECTED TO TAKE APPROXIMATELY 10 HOURS AT THE GV 977-2 SITE COE CITY OF EVERETT POB POINT OF BEGINNING BUILDING 3 3 P
<br /> a a PRIOR TO CONNECTION AS DIRECTED BY AWWD.PROVIDE TEMPORARY AND APPROXIMATELY 48 HOURS AT THE PLANNED BFV 1118-4 SITE.THE CO COMMUNICATIONS POE POINT OF ENDING =
<br /> v ° BLOCKING FOR IMMEDIATE THRUST SUCH AS ECOLOGY BLOCKS.DISTRICT TO CONTRACTOR MAY CLOSE OFF HOLLY DRIVE AND BEGIN EXCAVATION CONC CONCRETE pp POWER POLE WATER METER ® W
<br /> ="y OBSERVE CONNECTION UNDER STATIC PRESSURE PRIOR TO BACKFILLING. FOR GV 977-2 REPLACEMENT ONCE THE DISTRICT BEGINS DRAINING THE CONN CONNECT(ION) PSE PUGET SOUND ENERGY m
<br /> ` 10. CONTRACTOR TO NOTIFY DISTRICT AT LEAST TEN(10)WORKING DAYS IN TRANSMISSION MAINS. CSTC CRUSHED SURFACING TOP COURSE PVC POLYVINYL CHLORIDE WATER VENT PIPE
<br /> o ADVANCE OF ANTICIPATED SHUT DOWNS.DISTRICT WILL NOTIFY RESIDENTS, v. ONCE THE WATER SYSTEM IS DRAINED TO A LEVEL TO ALLOW CTL CONTROL PVI POINT OF VERTICAL INTERSECTION
<br /> E OPERATE ALL LINE VALVES,AND MONITOR CONNECTIONS. REPLACEMENT OF GV 977-2,AWWD WILL NOTIFY THE CONTRACTOR.THE CTR CENTER PVMT PAVEMENT WATER INDICATOR POST El
<br /> CONTRACTOR SHALL IMMEDIATELY BEGIN REPLACEMENT OF THE VALVE. PUD PUBLIC UTILITY DISTRICT
<br /> - 11. TESTING NEW DI PIPE SHALL BE PER SPECIFICATION SECTION 7-09.3(23). HOT SWAB DISINFECT NEW MAIN,CONNECT TO EXISTING TRANSMISSION DBL DOUBLE WATER VALVE
<br /> .N`0 12. ALL DUCTILE IRON WATER MAIN SHALL BE RESTRAINED JOINT.THE PIPE MAIN,AND INSTALL RESTRAINT ON EXISTING PIPE. DEFL DEFLECT(ION) OTY QUANTITY
<br /> SHALL USE TR FLEX OR SIMILAR LOCKING BELL AND SPIGOT PIPE AS a.THE CONTRACTOR SHALL COMPLETE THIS STEP WITHIN A DEMO DEMOLISHED) WATER MANHOLE
<br /> " CONTINUOUS 36-HOUR PERIOD. DI DUCTILE IRON R RECORD,RANGE,RADIUS
<br /> c APPROVED BY AWWD.FIELD LOK GASKETS WILL NOT BE ALLOWED.
<br /> vi. THE CONTRACTOR SHALL COMPLETE THE PRECEDING WORK NO LATER DIA DIAMETER RCBC REINFORCED CONCRETE BOX CULVERT CATHODIC TEST STATION
<br /> T
<br /> 13. ALL PIPE FITTINGS USED FOR WATER MAIN SHALL BE EITHER FLANGED OR THAN APRIL 15TH 2024. DIP DUCTILE IRON PIPE RCP REINFORCED CONCRETE PIPE F Y
<br /> MECHANICAL JOINT FITTINGS WITH A MECHANICAL JOINT RESTRAINT DEVICE. , DOE DEPARTMENT OF ECOLOGY RD ROAD AIR RELEASE VALVE AND VAULT 0 a
<br /> THE MECHANICAL JOINT RESTRAINT DEVICE SHALL HAVE A WORKINGo vii. UPON COMPLETION OF HOLLY DRIVE VALVE GV 977-2 AND ACCEPTANCE DR DRIVE RDWY ROADWAY
<br /> n BY AWWD,AWWD WILL CLOSE VALVE GV 977-2 AND REENERGIZE DTL DETAIL REQ'D REQUIRED FIRE HYDRANT N TI
<br /> a PRESSURE OF AT LEAST 250 PSI WITH A MINIMUM SAFETY FACTOR OF 2:1 AND TRANSMISSION MAIN 2,INSPECTOR TO OBSERVE TRANSMISSION MAIN
<br /> "m SHALL BE EBAA IRON,INC.MEGALUG,ROMAC ROMAGRIP RESTRAINT D/W DRIVEWAY RFCA RESTRAINED FLANGE COUPLING
<br /> STARGRIP 3000 OR APPROVED EQUAL. UNDER NORMAL WORKING PRESSURE TO CONFIRM NO VISIBLE LEAKS 421
<br /> 3 DWG DRAWING ADAPTER IRRIGATION CONTROL VALVE
<br /> PRIOR TO CONTRACTOR BACKFILLING. 0
<br /> t RGRCP RUBBER GASKETED REINFORCED
<br /> 14. ALL 30"BUTTERFLY VALVES USED SHALL BE SUPPLIED BY THE DISTRICT AND viii. AWWD WILL NOTIFY THE CONTRACTOR ONCE THE WATER SYSTEM IS E EAST,EASTING CONCRETE PIPE GAS VALVE 'SI0 E�
<br /> u 3 HAVE A WORKING PRESSURE OF AT LEAST 150 PSI.ALL 36"BUTTERFLY DRAINED TO A LEVEL TO ALLOW INSTALLATION OF NEW BFV 1118-4.THE EA EACH RJ RESTRAINED JOINT Kimley- tes,Inc.
<br /> a,Q VALVES USED SHALL BE SUPPLIED BY THE DISTRICT AND HAVE A WORKING CONTRACTOR SHALL IMMEDIATELY BEGIN REPLACEMENT OF THE VALVE. EB ELECTRICAL BOX RT RIGHT UTILITY POLE
<br /> o PRESSURE OF AT LEAST 250 PSI. HOT SWAB DISINFECT NEW MAIN AND CONNECT TO EXISTING EJW EAST JORDAN WATERWORKS R/W RIGHT OF WAY o F U
<br /> z v TRANSMISSION MAIN. EL,ELEV ELEVATION UTILITY POLE W/UNDERGROUND CONDUIT V o w
<br /> 15. AWWD TO OPERATE ALL ISOLATION VALVES.NOTIFY DISTRICT A MINIMUM OF a.THE CONTRACTOR SHALL COMPLETE THIS STEP WITHIN A ELEC ELECTRICAL BOX S SOUTH,SEWER w
<br /> 10 BUSINESS DAYS IN ADVANCE OF PLANNED SHUT DOWN. o uku 3
<br /> ii cm CONTINUOUS 120-HOUR PERIOD. EDP EDGE OF PAVEMENT SD STORM DRAIN UTILITY POLE W/TRANSFORMER 0 a z m m
<br /> z n 16. ALL DIMENSIONS ARE APPROXIMATE. ix. UPON AWWD'S ACCEPTANCE OF VALVE BFV 1118-4 WORK,AWWD WILL EQUIP EQUIPMENT SDMH STORM MANHOLE a o OR m w
<br /> REENERGIZE TRANSMISSION MAIN 1,INSPECTOR TO OBSERVE ESC EROSION SEDIMENTATION CONTROL SEC SECTION UTILITY W/TRANSFORMER&CONDUIT =O U o z
<br /> Y 17. CONTRACTOR SHALL PROVIDE TRAFFIC CONTROL MEASURES INCLUDING w ; W
<br /> i TRANSMISSION MAIN UNDER NORMAL WORKING PRESSURE TO CONFIRM ESMT EASEMENT SF SQUARE FEET Y w
<br /> APPROPRIATE SIGNAGE AND FLAGGERS DURING CONSTRUCTION TO MEET UTILITY POLE W/LIGHT&TRANSFORMER c o E NO VISIBLE LEAKS PRIOR TO CONTRACTOR BACKFILLING. EX,EXIST EXISTING SHT SHEET
<br /> MINIMUM REQUIREMENTS OF CITY OF EVERETT AND THE MANUAL ON
<br /> y x. CONTRACTOR SHALL COORDINATE WITH FOR THE ISOLATION AND SL STREET LIGHT
<br /> UNIFORM TRAFFIC CONTROL DEVICES(MUTCD).THE CONTRACTOR SHALL DRAINING OF THE GV 1118-2 SITE
<br /> .THE DISTRICT
<br /> T WILL SHUT DOWN AND F/C FACE OF CURB SNOCO SNOHOMISH COUNTY UTILITY GUY WIRE N PROVIDE A TRAFFIC CONTROL PLAN TO CITY OF EVERETT FOR APPROVAL 0
<br /> c" DRAIN THE SYSTEM,WHICH IS EXPECTED TO TAKE APPROXIMATELY 60 FCA FLANGE COUPLING ADAPTER SPEC SPECIFICATION z 02f
<br /> - AND TO AWWD FOR REVIEW ONLY PRIOR TO BEGINNING WORK ON SITE. HOURS. FG PROPOSED FINISHED GRADE SR STATE ROUTE ELECTRICAL JOINT BOX
<br /> o 18. ALL NEW VAULT LOCATIONS SHALL BE VERIFIED AND STAKED BY THE xi. ONCE THE WATER SYSTEM IS DRAINED TO A LEVEL TO ALLOW FH FIRE HYDRANT SS SANITARY SEWER w
<br /> CONTRACTOR PRIOR TO CONSTRUCTION. REPLACEMENT OF GV 1118-2,AWWD WILL NOTIFY THE CONTRACTOR. FIG FIGURE SSMH SANITARY SEWER MANHOLE FIBER OPTIC DUCT BANK - - - - z cc W
<br /> ° FL FLANGE ST STREETLIGHT G
<br /> 19. ALL VAULTS,COVERS AND LIDS SHALL BE H-30 TRAFFIC RATED.VAULTS
<br /> THE CONTRACTOR SHALL IMMEDIATELY BEGIN REPLACEMENT OF THE FM FORCE MAIN STA STATION W
<br /> E c LOCATED IN DRIVEWAYS,SIDEWALKS,OR VEGETATED AREAS SHALL HAVE VALVE.HOT SWAB DISINFECT NEW MAIN AND CONNECT TO EXISTING FNC FENCE STD STANDARD POWER VAULT © aQc IJ..I O Q Q
<br /> $c NON-SLIP SURFACES ON COVERS AND HATCHES AS REQUIRED BY PERMITS TRANSMISSION MAIN. G < iUL
<br /> n
<br /> p _ FO FIBER OPTICS STL STEEL CATCH BASIN
<br /> AND SPECIFICATIONS. a.THE CONTRACTOR SHALL COMPLETE THIS STEP WITHIN A
<br /> FOT FIBER OPTIC TELEPHONE STW STEEL WELDED Cn �
<br /> w CONTINUOUS 120-HOUR PERIOD. 0- W 0
<br /> FT FEET SWPPP STORMWATER POLLUTION PREVENTION IJJ
<br /> 0 20. CONTRACTOR WILL PERFORM ALL CONNECTIONS UNDER AWWD xii. UPON COMPLETION OF VALVE GV 1118-2 REPLACEMENT AND APPROVAL SANITARY SEWER MANHOLE S' Z < O
<br /> z m SUPERVISION.PROVIDE TEN(10)BUSINESS DAYS MINIMUM NOTICE TO AWWD OF AWWD,AWWD WILL REENERGIZE THE WATER SYSTEM,INSPECTOR SCAN Q LJ
<br /> Q
<br /> G NATURAL GAS SW SIDEWALK !L O
<br /> ,". INSPECTION TO SCHEDULE CONNECTIONS. TO OBSERVE TRANSMISSION MAIN UNDER NORMAL WORKING PRESSURE MONUMENT LU
<br /> o GA GAUGE SWG SOUTH WEST GAS
<br /> w E 21. CONTRACTOR SHOULD COORDINATE WITH UTILITY COMPANIES,INCLUDING TO CONFIRM NO VISIBLE LEAKS PRIOR TO CONTRACTOR BACKFILLING. GPS GLOBAL POSITIONING SYSTEM SY SQUARE YARDS SIGN ~ O_
<br /> 0 E PUGET SOUND ENERGY ABOUT WORK AROUND GAS LINES. xiii. THE CONTRACTOR SHALL COMPLETE THE PRECEDING WORK NO LATER GR EXISTING GROUND ELEVATION c- > Lu LL.�
<br /> THAN MAY 15TH,2024. GIRT DRAINAGE GRATE ELEVATION T UNDERGROUND TELECOMMUNICATIONS, O W F-
<br /> c� 22. ALL FIELD WELDING SHALL BE PER SPECIFICATION SECTION 7-09.3. DECIDUOUS TREE 0
<br /> GS GAS SERVICE TOWNSHIP J0 Cn
<br /> ° 23. WATERPROOF ALL NEW VAULTS PER SPECIFICATIONS SECTION 7-09.3. GV GATE VALVE TBM TEMPORARY BENCHMARK GATE VALVE N Q Q
<br /> 10 TC TOP OF CONCRETE/CURB ELEVATION
<br /> 24. POTHOLE UTILITIES AHEAD OF EXCAVATING A MINIMUM OF SIX(6)WORKING HGL HYDRAULIC GRADE LINE TCE TEMPORARY CONSTRUCTION EASEMENT
<br /> w -y DAYS IN ADVANCE OF PLANNED EXCAVATION WORK AND ADJUST PLANNED HMA HOT MIX ASPHALT TEMP TEMPORARY BUTTERFLY VALVE
<br /> w `m ELEVATIONS AS NECESSARY TO MAINTAIN ADEQUATE COVER AND AVOID HP HIGH PRESSURE T.O.P. TOP OF PIPE
<br /> g m DI SLEEVE
<br /> EXISTING UTILITIES-NO VERTICAL BENDS WILL BE PERMITTED UNLESS HPI HORIZONTAL POINT OF INFLECTION TM TRANSMISSION MAIN
<br /> a c APPROVED BY DISTRICT. HV HIGH VOLTAGE TPN TAX PARCEL NUMBER RESTRAINED FLANGE COUPLING ADAPTER
<br /> rc o HV/OHE HIGH VOLTAGE OVERHEAD ELECTRIC TRANS TRANSMISSION 7
<br /> w n HVTWR HIGH VOLTAGE TOWER TS TRAFFIC SIGNAL AWWA C303 FLxPE CCP ASSEMBLY 7
<br /> w HWE HIGH WATER ELEVATION TYP TYPICAL
<br /> a" INTERSTATE UG UNDERGROUND CONCENTRIC REDUCER 111��pcyyy O O
<br /> U ICY IRRIGATION CONTROL VALVE UGE UNDERGROUND ELECTRIC TEE 'I( 'f' Z
<br /> go
<br /> ID IDENTIFICATION UNK UNKNOWN 7 C)
<br /> i IN INCH UPO UNIFORMED POLICE OFFICER J 7
<br /> w INV,IE INVERT,INVERT ELEVATION USA UNITED STATES OF AMERICA Z
<br /> F PRECAST VAULT STRUCTURE ( Q 3 W w C INC. INCORPORATED �/
<br /> c U IPE IRON PIPE VPI VERTICAL POINT OF INFLECTION LL
<br /> 3 c IRR IRRIGATION STORM DRAIN INLET PROTECTION �O ui y-0 W WATER,WEST Z w coW
<br /> cp JT JOINT WIP WATER INDICATOR POST J M
<br /> 4 M W WATER METER W LLJ
<br /> Z WS WATER SERVICE LINE /I� Q
<br /> °rc WSDOT WASHINGTON STATE DEPARTMENT OF P1
<br /> o TRANSPORTATION
<br /> Ew W/ WITH
<br /> m o� SHEET NUMBER
<br /> N Y ZF ZIPLY FIBER OPTICS
<br /> 20 G.O2
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